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钢筋钢纤维混凝土无腹筋梁的剪切尺寸效应
引用本文:赵顺波 赵国藩. 钢筋钢纤维混凝土无腹筋梁的剪切尺寸效应[J]. 华北水利水电学院学报, 1997, 18(2): 6-12
作者姓名:赵顺波 赵国藩
作者单位:[1]华北水利水电学院土木工程系 [2]大连理工大学
摘    要:通过试验和理论分析,研究了截面高度变化对钢筋钢纤维混凝土无腹筋梁抗剪性能的影响规律,提出了钢筋钢纤维混凝土无腹筋梁斜截面承载力的“尺寸效应”计算公式

关 键 词:钢纤维  钢筋混凝土  无腹筋梁  斜截面承载力  尺寸效应

Size Effect of Steel Fiber Reinforced Concrete Without Web Reinforcement under Shear
Zhao Shunbo Zhao Guofan Huang Chengkui. Size Effect of Steel Fiber Reinforced Concrete Without Web Reinforcement under Shear[J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 1997, 18(2): 6-12
Authors:Zhao Shunbo Zhao Guofan Huang Chengkui
Affiliation:Zhao Shunbo Zhao Guofan Huang Chengkui
Abstract:In this paper, the effects of sectional depth on the shear behaviors of steel fiber reinforced concrete beams without web reinforcement are studied by experimental and theoritical analysis,and the formula of calculting the size effect of shear resistance of steel fiber reinforced concrete beams without web reinforcement is proposed.
Keywords:Steel fiber Reinforced concrete Beam without web reinforcement Shear resistance Size effect  
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